Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Miguel Angel Benz Navarrete"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 14, Iss 1, Pp 289-302 (2022)
Among the geotechnical in situ tests, the dynamic penetration test (DPT) is commonly used around the world. However, DPT remains a rough technique and provides only one failure parameter: blow count or cone resistance. This paper presents an improvem
Externí odkaz:
https://doaj.org/article/0f62d21ec5a64b7e85a72616d855a00b
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 14, Iss 1, Pp 289-302 (2022)
Among the geotechnical in situ tests, the dynamic penetration test (DPT) is commonly used around the world. However, DPT remains a rough technique and provides only one failure parameter: blow count or cone resistance. This paper presents an improvem
Publikováno v:
Soils and Foundations
Soils and Foundations, Japanese Geotechnical Society, 2019, 59 (6), pp.2348-2355. ⟨10.1016/j.sandf.2019.08.011⟩
Soils and Foundations, 2019, 59 (6), pp.2348-2355. ⟨10.1016/j.sandf.2019.08.011⟩
Soils and Foundations, Japanese Geotechnical Society, 2019, 59 (6), pp.2348-2355. ⟨10.1016/j.sandf.2019.08.011⟩
Soils and Foundations, 2019, 59 (6), pp.2348-2355. ⟨10.1016/j.sandf.2019.08.011⟩
International audience; This paper presents a calculation method for obtaining the continuous variation in stress between the tip and the soil during dynamic penetration tests, particularly in the case of using the Panda 3 Ò penetration testing devi
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772338
Fouling and deterioration of the ballast are major problem in operation of railway tracks. Its characterization is fundamental to optimize decision making in maintenance programs. This study aims to characterize the fouled ballast by dynamic penetrom
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::316b62b7f4baef699009a4b3ed319dbc
https://doi.org/10.1007/978-3-030-77234-5_75
https://doi.org/10.1007/978-3-030-77234-5_75
Autor:
Pierre Breul, Roland Gourves, Gilles Saussine, Miguel Angel Benz Navarrete, Younes Haddani, Fabien Ranvier
Publikováno v:
Procedia Engineering. 143:1201-1209
Most developed countries in the world have large existing railway networks. Most of which are old and have been maintained and partly renewed to mainly upgrade safety, regularity, speed and load. The principal issues of the asset manager are how to p
Publikováno v:
International Conference on Transportation and Development 2016.
Transportation agencies commonly use large size aggregates, often referred to as rock cap or aggregate subgrade, e.g., by Illinois Department of Transportation (IDOT), for stabilizing weak subgrades at wet of optimum moisture states. Adequate charact
Autor:
Esteban Escobar, Roland Gourves, Younes Haddani, Pierre Breul, Miguel Angel Benz Navarrete, Bastien Chevalier
Publikováno v:
Procedia Engineering
Procedia Engineering, 2016, Advances in Transportation Geotechnics III, 143, pp.1024-1033. ⟨10.1016/j.proeng.2016.06.099⟩
Procedia Engineering, Elsevier, 2016, Advances in Transportation Geotechnics III, 143, pp.1024-1033. ⟨10.1016/j.proeng.2016.06.099⟩
Procedia Engineering, 2016, Advances in Transportation Geotechnics III, 143, pp.1024-1033. ⟨10.1016/j.proeng.2016.06.099⟩
Procedia Engineering, Elsevier, 2016, Advances in Transportation Geotechnics III, 143, pp.1024-1033. ⟨10.1016/j.proeng.2016.06.099⟩
International audience; This article presents the instrumented dynamic penetrometer Panda 3®, the principle function and development to characterize the geomechanical behavior of the different layers forming the railway track structure. Initially, l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::265875ebbbed1dfd358696a1c194b5ec
https://hal.uca.fr/hal-01658951/file/1-s2.0-S1877705816305392-main.pdf
https://hal.uca.fr/hal-01658951/file/1-s2.0-S1877705816305392-main.pdf